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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.8 LAdmitted-Finance | ₹42.8 L | L1 | Admitted-Finance |
| 2 | L2₹44.1 L+₹1.3 L (3.02%)Admitted-Finance | ₹44.1 L+₹1.3 L (3.02%) | L2 | Admitted-Finance |
| 3 | L3₹44.9 L+₹2.2 L (5.04%)Admitted-Finance 35 PATHAK PARA ROAD FLAT NO 32C 3RD FLOOR SHANTINEER APARTMENT BEHALA KOLKATA 700060 | KOLKATA | KOLKATA | WEST BENGAL | 700060 | ₹44.9 L+₹2.2 L (5.04%) | L3 | Admitted-Finance |
| 4 | L4₹45.7 L+₹2.9 L (6.87%)Admitted-Finance STALIN NAGAR PANIGHATA ROAD PO BAGDOGRA DIST DARJEELING WB | BAGDOGRA | DARJEELING | WEST BENGAL | 734422 | ₹45.7 L+₹2.9 L (6.87%) | L4 | Admitted-Finance |
| 5 | L5₹46.0 L+₹3.2 L (7.52%)Admitted-Finance | ₹46.0 L+₹3.2 L (7.52%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S KAR CONSTRUCTION L2 | M/S CONTRACTS L4 | MUKHERJEE ENTERPRISE L3 | M/S K M CONSTRUCTION L5 | NAYAK BROTHERS L8 | SAROJ DEVI AGARWAL L1 | LOKENATH ENTERPRISE L6 | M/S UTTAM ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.50 m wide and 1.5 mtr depth for foundation etc, not exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed. | 395 | Cum | 361 ₹1,42,595 | 374 ₹1,47,730 | 368 ₹1,45,360 | 376 ₹1,48,520 | 382 ₹1,50,890 | 350 ₹1,38,250 Lowest | 378 ₹1,49,310 | 381 ₹1,50,495 |
| 2.00 | Excavation in trenches not exceeding 1.50 m wide and exc 1.5 mtr depth but nt exc 3.0m in depth for foundation etc, not exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed. | 1.2 | Cum | 536 ₹643.2 | 556 ₹667.2 | 546 ₹655.2 | 559 ₹670.8 | 567 ₹680.4 | 520 ₹624 Lowest | 562 ₹674.4 | 567 ₹680.4 |
| 3.00 | Returning filling in including spreading, leveling watering well ramming in layers not exc 25cm thick complete all as specified and directed. | 364.5 | Cum | 144 ₹52,488 | 150 ₹54,675 | 147 ₹53,581.5 | 151 ₹55,039.5 | 153 ₹55,768.5 | 140 ₹51,030 Lowest | 151 ₹55,039.5 | 153 ₹55,768.5 |
| 4.00 | Removing excavated materials (soils) not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified and directed. | 31.7 | Cum | 278 ₹8,812.6 | 289 ₹9,161.3 | 284 ₹9,002.8 | 290 ₹9,193 | 294 ₹9,319.8 | 270 ₹8,559 Lowest | 292 ₹9,256.4 | 294 ₹9,319.8 |
| 5.00 | M&L for PCC 1:3:6 type C2, using 40mm graded stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 1.6 | Cum | 6,695 ₹10,712 | 6,947 ₹11,115.2 | 6,825 ₹10,920 | 6,988 ₹11,180.8 | 7,085 ₹11,336 | 6,500 ₹10,400 Lowest | 7,020 ₹11,232 | 7,084 ₹11,334.4 |
| 6.00 | M&L for Providing, cement concrete 1:2:4 type-B1 in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. | 0.8 | Cum | 7,725 ₹6,180 | 8,016 ₹6,412.8 | 7,875 ₹6,300 | 8,063 ₹6,450.4 | 8,175 ₹6,540 | 7,500 ₹6,000 Lowest | 8,100 ₹6,480 | 8,174 ₹6,539.2 |
| 7.00 | M & L for Cement concrete 1:3:6 type C-2 using 20mm graded stone aggregate in foundations, filling and mass concrete for pipe support post foundation complete all as specified and directed. | 1.2 | Cum | 6,695 ₹8,034 | 6,947 ₹8,336.4 | 6,825 ₹8,190 | 6,988 ₹8,385.6 | 7,085 ₹8,502 | 6,500 ₹7,800 Lowest | 7,020 ₹8,424 | 7,084 ₹8,500.8 |
| 8.00 | M&L for brick with sub class B brick straight or curved on plain exc 6 m mean radius built in cm 1:4 complete all as specified and directed. | 2.2 | Cum | 8,652 ₹19,034.4 | 8,978 ₹19,751.6 | 8,820 ₹19,404 | 9,030 ₹19,866 | 9,156 ₹20,143.2 | 8,400 ₹18,480 Lowest | 9,072 ₹19,958.4 | 9,155 ₹20,141 |
| 9.00 | M&L for rendering 15 mm thick in two layers 10mm +5mm in cement mortar 1:4 on external surfaces of brick work or concrete surfaces with using WPC finishing the surfaces even and smooth without using extra cement complete all as specified and directed.
Note:- WPC will be measured and paid separately under respective item of this schedule. | 63 | Sqm | 330 ₹20,790 | 342 ₹21,546 | 336 ₹21,168 | 344 ₹21,672 | 349 ₹21,987 | 320 ₹20,160 Lowest | 346 ₹21,798 | 349 ₹21,987 |
| 10.00 | M&L for surface excavation n.exc 30 cm deep and averaging 15 cm deep getting out in soft/loose soil for cleaning and cutting of grass/bushes (at zero level) in and around the installation / yard and spreading thin layer of anti-vegitaion chemical to prevent abnormal growth of grass/bushes including removal of surplus soil complete all as specified and directed.
(Note :- The above item shall be carried out through out the contract period as and when required and shall measured and paid once only) | 450 | Sqm | 52 ₹23,400 | 53 ₹23,850 | 53 ₹23,850 | 54 ₹24,300 | 55 ₹24,750 | 50 ₹22,500 Lowest | 54 ₹24,300 | 54 ₹24,300 |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
22 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
REPAIR REPLACEMENT OF OLD RUSTED CI GI DI MAIN AND DISTRIBUTION PIPE LINE OF MD ACCN C D E ZONE INCLUDING APS AND NEARBY AREA UNDER AGE EM OF GE BENGDUBI
2026_MES_782257_1
8889/E8
Open Tender
Civil Works
Item Rate
270 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹84,000
Yes
29 Aug 2026
1 Aug 2026
24 Aug 2026
1 Aug 2026
22 Aug 2026
15 Aug 2026
2 Aug 2026 - 8 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exceeding 1.50 m wide and 1.5 mtr depth for foundation etc, not exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed. | 395 | Cum | - | - |
| 2 | Excavation in trenches not exceeding 1.50 m wide and exc 1.5 mtr depth but nt exc 3.0m in depth for foundation etc, not exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed. | 1.2 | Cum | - | - |
| 3 | Returning filling in including spreading, leveling watering well ramming in layers not exc 25cm thick complete all as specified and directed. | 364.5 | Cum | - | - |
| 4 | Removing excavated materials (soils) not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified and directed. | 31.7 | Cum | - | - |
| 5 | M&L for PCC 1:3:6 type C2, using 40mm graded stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 1.6 | Cum | - | - |
| 6 | M&L for Providing, cement concrete 1:2:4 type-B1 in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. | 0.8 | Cum | - | - |
| 7 | M & L for Cement concrete 1:3:6 type C-2 using 20mm graded stone aggregate in foundations, filling and mass concrete for pipe support post foundation complete all as specified and directed. | 1.2 | Cum | - | - |
| 8 | M&L for brick with sub class B brick straight or curved on plain exc 6 m mean radius built in cm 1:4 complete all as specified and directed. | 2.2 | Cum | - | - |
| 9 | M&L for rendering 15 mm thick in two layers 10mm +5mm in cement mortar 1:4 on external surfaces of brick work or concrete surfaces with using WPC finishing the surfaces even and smooth without using extra cement complete all as specified and directed.
Note:- WPC will be measured and paid separately under respective item of this schedule. | 63 | Sqm | - | - |
| 10 | M&L for surface excavation n.exc 30 cm deep and averaging 15 cm deep getting out in soft/loose soil for cleaning and cutting of grass/bushes (at zero level) in and around the installation / yard and spreading thin layer of anti-vegitaion chemical to prevent abnormal growth of grass/bushes including removal of surplus soil complete all as specified and directed.
(Note :- The above item shall be carried out through out the contract period as and when required and shall measured and paid once only) | 450 | Sqm | - | - |
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